| Date |
Text |
| 2020-10-20 16:23:18 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20100367 |
| | ADD: 7000 OKEECHOBEE BLVD. (SUITE: 7038) SUITE NUMBER |
| | NEEDS TO BE ADDED TO PLAN. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] / DAVID NITECKI |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. OCT. 20/2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G1-01 PROJECT INFO & CODE: |
| | 1A) THE KEY PLAN INDICATES THE GREAT GREEK RESTAURANT |
| | IS TAKING ONLY PART OF BUILDING ADDRESSED AS 7000 |
| | OKEECHOBEE BLVD. WILL NEED A TENANT ADDRESS., SUITE |
| | NUMBER. |
| | 2017 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF |
| | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND |
| | EXTENT OF THE WORK PROPOSED. |
| | 2017 FBC-B 501.2 ADDRESS IDENTIFICATION. NEW AND |
| | EXISTING BUILDINGS SHALL BE PROVIDED WITH APPROVED |
| | ADDRESS IDENTIFICATION. |
| | |
| | 1B) UNDER THE HEADING OF THE CODE MATRIX THE PLANS |
| | STATE THE CONSTRUCTION TYPE AS III-B. THE PLANS ARE |
| | SILENT AS IF THE BUILDING IS FIRE SPRINKLERED OR NOT? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 1C) UNDER THE CODE MATRIX INTERIOR FINISHES THE EDITION |
| | OF THE CODE IS LISTED AS THE 2020 FBC. PLEASE NOTE WE |
| | ARE CURRENTLY UNDER THE 6TH EDITION OF THE FLORIDA |
| | BUILDING CODE 2017. |
| | |
| | 1D) THE NOTE STATES TO MEET ALL REQUIREMENTS OF THE |
| | AMERICANS DISABILITY ACT, STATE OF FLORIDA CODE AND |
| | ICC/ANSI 117.1A THE MOST RESTRICTIVE REQUIREMENT SHALL |
| | GOVERN. PLEASE NOTE THE STATE OF FLORIDA HAS ADOPTED |
| | THE 2017 FBC-ACCESSIBILITY CODE WHICH HAS BEEN BLESSED |
| | BY THE DEPARTMENT OF JUSTICE. OUR CODE SECTIONS WILL |
| | REFERENCE THE 2017 FLORIDA ACCESSIBILITY CODE. |
| | |
| | 2) THE INTERIOR LIGHTING COMPLIANCE CERTIFICATE |
| | INDICATE IT IS FOR THE GREAT GREEK. CONSTRUCTION SITE |
| | LISTED AS: |
| | 2121 VISTA PARKWAY |
| | WEST PALM BEACH, FL. |
| | VISTA PARKWAY IS IN PALM BEACH COUNTY, NOT IN THE CITY |
| | OF WEST PALM BEACH. CORRECT THE ADDRESS. |
| | |
| | 3) SHEET A5-10: |
| | 3A) PLEASE REVIEW HOW THE HEIGHT OF THE WATER CLOSET |
| | GRAB BARS ARE DIMENSIONED FOR HEIGHT FROM FINISH FLOOR. |
| | 2017 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF |
| | GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING |
| | SURFACE, NOT CENTERLINE. |
| | 3B) DETAIL 6 DOES NOT SHOW THE LAVATORY PIPES WITH |
| | INSULATION. 2017 FBC-ACCESS. CODE SECTION 606.5 EXPOSED |
| | PIPES AND SURFACES. WATER SUPPLY & DRAINPIPES UNDER |
| | LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE |
| | CONFIGURED TO PROTECT AGAINST CONTACT. |
| | 4) THE K1-0 EQ & FURNITURE PLAN: |
| | 4A) THE FURNITURE FLOOR PLAN SHOWS 62 SEATS AND ONLY |
| | ONE ACCESSIBLE SEAT SYMBOL. 2017 FBC-ACCESS. CODE 226.1 |
| | WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION |
| | OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING |
| | SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL |
| | COMPLY WITH 902. 62X 0.05= 4 ACCESSIBLE SEATS. |
| | |
| | 4B) 226.2 DISPERSION. DINING SURFACES ARE REQUIRED TO |
| | COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE |
| | OR FACILITY CONTAINING DINING SURFACES. WILL THERE BE |
| | ADDITIONAL OUTSIDE SEASONAL SEATING? |
| | |
| | 4C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| | RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| | BE PROVIDED TO ALL DINING AREAS, INCLUDING RAISED OR |
| | SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS. |
| | |
| | 4D) 902.1 .DINING SURFACES AND WORK SURFACES SHALL |
| | COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL. |
| | DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, |
| | TABLES, LUNCH COUNTERS, AND BOOTHS |
| | |
| | 4D)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 4D)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| | WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | 5) THE MECHANICAL ROOF TOP PLAN KEY NOTES: |
| | 5A KEY NOTE 1 STATES FURNISH AND INSTALL ROOFTOP UNITS |
| | RTU 1 & 2 VERIFY WITH LANDLORD REPRESENTATIVE AND |
| | STRUCTURAL DRAWINGS. THE ORIGINAL SHELL BUILDING PERMIT |
| | # 19081537 SHEET 15/63 STATES RTU # 1 & 2 ROOF OPENING |
| | FRAMING BY OTHERS UNDER SEPARATE PERMIT. THESE PLANS |
| | ALSO SHOW STEEL BAR JOIST AND METAL B DECKING. |
| | 5A)(1) PROVIDE ADDITIONAL STRUCTURAL PLANS FOR THE |
| | RE-INFORCEMENT OF BAR JOIST FOR POINT LOADING, PROVIDE |
| | THE STEEL INFILL FRAMING FOR THE FUTURE RTU?S UNITS. |
| | PROVIDE ANCHORAGE FOR THE STEEL FRAMING, THE CURB TO |
| | THE STEEL FRAMING AND THE ANCHORAGE OF THE RTU TO THE |
| | ROOF CURB. |
| | 2017 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | |
| | |
| | 5B) KEY NOTE 2 STATES PROVIDE ROOF MOUNTED EXHAUST FANS |
| | EF 1 & 2 WITH MANUFACTURES APPROVED ROOF CURB. PROVIDE |
| | ADDITIONAL STRUCTURAL PLANS FOR THE RE-INFORCEMENT OF |
| | BAR JOIST FOR POINT LOADING, PROVIDE THE STEEL INFILL |
| | FRAMING FOR THE FUTURE RTU?S UNITS. PROVIDE ANCHORAGE |
| | FOR THE STEEL FRAMING, THE CURB TO THE STEEL FRAMING |
| | AND THE ANCHORAGE OF THE RTU TO THE ROOF CURB. |
| | 2017 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| | PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| | BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| | ATTACHMENTS. |
| | LATERAL FORCE-RESISTING SYSTEM. FOR ALL ROOF TOP |
| | EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | 5C) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS |
| | REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS & |
| | WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN |
| | ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF |
| | INSPECTION FOR FIELD WIELDING, ON THE JOB-SITE |
| | WIELDING. THIRD PARTY CERTIFICATION WILL BE REQUIRED. |
| | REPORTS SUBMITTED TO BUILDING INSPECTOR AT TIME OF |
| | FRAMING INSPECTION. |
| | 2017 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| | AT |
| | 561-805-6666. |
| | 6) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
